  ATTEL PROJECT - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D3; ; et al Report (2012) - D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4 ... [more ▼] - D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4: cyclic test results laboratory report. [less ▲] Detailed reference viewed: 17 (6 ULg)ATTEL PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D6; ; et al Report (2012) Design Guidelines and proposal for EC3, EC4 and EC8 Detailed reference viewed: 15 (5 ULg)ATTEL PROJECT PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D5; ; Demonceau, Jean-François  et alReport (2012) D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to ... [more ▼] D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to-column joints D.5.3. : Report on parametric numerical analyses [less ▲] Detailed reference viewed: 11 (4 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D5Jaspart, Jean-Pierre ; Demonceau, Jean-François ; Hoang Van Long, spzv et alReport (2012) D5.1: Refined material parameter formula depending upon fast loading. D5.2: Simulation data on welded joints relevant to the structures under study. D5.3: Simulation data on bolted joints relevant to the ... [more ▼] D5.1: Refined material parameter formula depending upon fast loading. D5.2: Simulation data on welded joints relevant to the structures under study. D5.3: Simulation data on bolted joints relevant to the structures under study. [less ▲] Detailed reference viewed: 21 (4 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D7; ; et al Report (2012) D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance ... [more ▼] D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance and durability of HSS tubular structures [less ▲] Detailed reference viewed: 14 (1 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D6; ; et al Report (2012) D6.1: S-N data relevant to connections and refinement of the component method for bolted connections D6.2: Simulations data on tubular members D6.3: Simulation data on case studies and similar structural ... [more ▼] D6.1: S-N data relevant to connections and refinement of the component method for bolted connections D6.2: Simulations data on tubular members D6.3: Simulation data on case studies and similar structural types. [less ▲] Detailed reference viewed: 10 (2 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D4; ; et al Report (2012) D4.1: Materials and fracture-mechanic properties including loading rate and corrosion D4.2: Test data on welded tubular connections D4.3: Performance of advanced post-treatment welding techniques D4.4 ... [more ▼] D4.1: Materials and fracture-mechanic properties including loading rate and corrosion D4.2: Test data on welded tubular connections D4.3: Performance of advanced post-treatment welding techniques D4.4: Test data on bolted tubular connections [less ▲] Detailed reference viewed: 23 (2 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D2Jaspart, Jean-Pierre ; Demonceau, Jean-François ; Hoang Van Long, spzv et alReport (2012) D2.1: Actions on foot- cycle-bridges and railway bridges and stresses on critical elements. D2.2: Validation of MB and FE software and estimation of stresses on critical elements. Detailed reference viewed: 28 (4 ULg)HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D1; ; et al Report (2012) D1.1: Report on tubular structures of interest subjected to extreme repeated loadings. D1.2: Report on current design procedures for welded/bolted HSS materials, members and connections. D1.3: Report on ... [more ▼] D1.1: Report on tubular structures of interest subjected to extreme repeated loadings. D1.2: Report on current design procedures for welded/bolted HSS materials, members and connections. D1.3: Report on Bayesian estimations in probabilistic reliability assessment. D1.4: Report on Output-only structural identification techniques. [less ▲] Detailed reference viewed: 15 (2 ULg)ATTEL PROJECT PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D2; ; Demonceau, Jean-François et alReport (2012) D2.1: Report on the design of specimens D2.2: Definition of practical solutions for the selected typologies of column bases, of HSSCHS columns and HSS‐CFT columns and of HSS‐concrete composite ... [more ▼] D2.1: Report on the design of specimens D2.2: Definition of practical solutions for the selected typologies of column bases, of HSSCHS columns and HSS‐CFT columns and of HSS‐concrete composite beam‐to‐column joints [less ▲] Detailed reference viewed: 21 (9 ULg)Draft Final Report - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGSDemonceau, Jean-François ; Hoang Van Long, spzv ; Jaspart, Jean-Pierre et alReport (2012) Detailed reference viewed: 24 (6 ULg) |
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